HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING*
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LL BEARING POINTS MUST BE
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DI,APHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOIR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
TO THE - CURRENT SIMPSON STRONG -TIE CATALOG
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
JENGINEERING TRUSS DRAWINGS.
12" Can
Typical End Detail on
this Side
12" Cc
Typical End Detail on
TRUSS PLACEMENT PLAN
10'-0" Plate Height
&W
Hi Hat
;nd Of "truss
ineering Sheens
pical End Detail
for this side
JAL J1A r
SCAivivcc,
St Lases(
ENGINEERED TIMBER
TRUSS SYSTEMS PECT RODUCTS
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O
EAST COAST TRUSS N
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
STOMER:Shoreline RV
3 NAME: Antetomasso
DRESS:Lot 1174
-Y/COUNTY:Nettles Island
# 27617
#
MODEL:Custom
SQ FT 82
DATE 10/06/14 =
61G15S. 1.003 (3) (c), EAST COAST TRUSS Is the
"Truss Design Engineer"
Trusses ere designed in aee.,dance with the
M.ride Building Code
NOTE:
By approving this placement plan(s), signatured
i
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
i
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
-
financial responsibility for any repair, engineering, and
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labor required due to errors other than those of EAST
Q
COAST TRUSS.
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Signed:,,9�z--ice•/ 1 H _Qale: - %- i i'
LL
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CODE = FBC 2010/TP12007 ASCE 7-10
W
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= 11
C
G
EXPOSURE =D -
Q
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 19.00
U)
GRAVITY LOADS
U)
W
FLOOR: DUR FACTOR=1.0
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PSF=TCLL-TCDL-BCLL.-BCDL
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40.0110.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
U)
PSF=TCLL-TCDL-BCLL-BCDL
W
30.0315.0, 0.0,10.0
U)
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
F—
W
U)
DEFINITIONS
MWF = MAIN WIND FORCE
Q
C&C = COMPONENTS AND CLADDING
I—
TOB = TOP OF BEARING
TC = TOP CHORD
W
BC = BOTTOM CHORD
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LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
I—
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
z
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
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BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING i OR MORE
IWIYYii.iYWiFtl�f.i iia>•LYisiuI1.W WJi Wwr.r�rawxa W..a. •
MUST BE SET WITH A SPREADER BAR. THE %.of
SPREADER BAR SHOULD BE AT LEAST 1/2
ro .._J
?/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET. /
REFER TO BCI-81 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
0
SUPPORT ANY PLANT SHELVES
REVISIONS
1- T
2- 4—
4- o
5- r
6-
(U
(1/4" if plotted 24x36) . Designed By: CO